( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email:...

13
APRIL 17th, 2018 98 1/2" MAX. FRAME WIDTH 97 1/4" MAX. FRAME HEIGHT 96" MAX. DOOR OPENING 96" DOOR OPENING H1 9 1/4" 9 1/4" 1 1/4" 1 1/4" 1 1/4" 3" MAX. TYP. HEAD CORNERS 6" 95 1/2" MAX. LEAF HEIGHT EQ. EQ. 37 15/16" MAX. D.L.O. 37 15/16" MAX. D.L.O. 48" MAX. LEAF WIDTH 48" MAX. LEAF WIDTH HINGE LOCATION INACTIVE ACTIVE OPP. TYPICAL EXTERIOR ELEVATION MAX. DESIGN LOAD + 70 PSF - 70 PSF WITH 3000 SERIES FRAME OUTSWING DOOR 84 1/4" MAX. D.L.O. 96" MAX. DOOR OPENING INACTIVE ACTIVE H2 2 1/2" 2 1/2" 101" MAX. FRAME WIDTH 98 1/2" MAX. FRAME HEIGHT 96" MAX. DOOR OPENING 6" SPACING SEE CHART #3 95 1/2" MAX. LEAF HEIGHT 84 1/2" MAX. D.L.O. SPACING SEE CHART #3 38 7/8" MIN. 40 1/2" MAX. TYPICAL EXTERIOR ELEVATION OUTSWING DOOR G1 37 15/16" MAX. D.L.O. 37 15/16" MAX. D.L.O. 48" MAX. LEAF WIDTH 48" MAX. LEAF WIDTH CHART #1 NUMBER OF ANCHORS AT MEETING STILE HEAD OPP. A CLUSTER OF ANCHORS SEE CHART #1 G1 G1 G1 2 1/2" WITH 5000 SERIES FRAME A CLUSTER OF (5) ANCHORS AT THRESHOLD INTO CONC. ONLY DENOTES ANCHOR LOCATION MAX. DESIGN LOAD + 70 PSF - 70 PSF 39" TYP. FROM FLOOR 39" TYP. FROM FLOOR A CLUSTER OF (5) ANCHORS AT THRESHOLD INTO CONC. ONLY A CLUSTER OF ANCHORS SEE CHART #1 DENOTES ANCHOR LOCATION 3" 3" 3" 3" 3" 3" 3" 3" 3" MAX. TYP. THRESHOLD CORNERS 14 3/4" MAX. TYP. THRESHOLD 3" MAX. TYP. THRESHOLD CORNERS 14 3/4" MAX. TYP. THRESHOLD 6" MAX. TYP. JAMB CORNERS 6" MAX. TYP. JAMB CORNERS MID RAIL OPTIONAL ANCHOR TYPE 1/4" SHIM 3/8" SHIM B C 4 5 3 5 3 5 A NUMBER OF ANCHORS < 72" WIDTH 1/4" SHIM 3/8" SHIM 1/4" SHIM 3/8" SHIM < 84" WIDTH < 96" WIDTH 5 4 3 6 6 6 5 4 3 7 7 7 DOOR WIDTH JAMB ANCHOR SPACING 84" 96" 17" 72" 15" 13" CHART #3 3" 3" SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS NOTE: 351X DOOR FRAME CAN BE USED FOR THIS APPROVAL SERIES 351 LARGE MISSILE IMPACT DOOR THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2017 6TH EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OR EXTERNAL PROTECTION DEVICES IS NOT REQUIRED. ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THE DOCUMENT. FOR WATER INFILTRATION RATINGS, SEE LIMITATION ON SHEET 4 & 5. 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TO BE REVIEWED BY BUILDING OFFICIAL. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2017 6TH EDITION FLORIDA BUILDING CODE SECTION AS APPLICABLE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WHERE APPLICABLE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. LIMITATION: WHEN DOORS OR DOOR WITH TRANSOM ARE MULLED TO STOREFRONT (UNDER SEPARATE APPROVAL) LOWER DESIGN PRESSURE FROM DOOR, DOOR WITH TRANSOM OR STOREFRONT SHALL GOVERN IN THE ENTIRE ASSEMBLY. 403 WESTPARK CT. SUITE 201 PEACHTREE CITY, GA 30269 p. 800-432-8132 | f. 954-724-2083 http://www.trulite.com 351 SERIES ALUM OUTSWING DRY-GLAZED DOORS W/ OR W/O TRANSOM ( LARGE MISSILE IMPACT) Email: [email protected] www.MCYEngineering.com C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI, FL 33183 P: 305-271-0117 M Y FL #18413 1 OF 13 LIMITATIONS OF USE THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A- B- C- D- E-

Transcript of ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email:...

Page 1: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

98 1/2" MAX.FRAME WIDTH

97 1

/4" M

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96" M

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96" DOOR OPENING

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9 1/

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HEAD CORNERS

6"

95 1

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LEAF

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EQ.

EQ.

37 15/16" MAX.D.L.O.

37 15/16" MAX.D.L.O.

48" MAX.LEAF WIDTH

48" MAX.LEAF WIDTH

HINGE LOCATION

INACTIVE ACTIVE

OPP.

TYPICAL EXTERIOR ELEVATION

MAX. DESIGN LOAD

+ 70 PSF- 70 PSF

WITH 3000 SERIES FRAMEOUTSWING DOOR

84 1

/4" M

AX.

D.L

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96" MAX.DOOR OPENING

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H2

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OUTSWING DOOR

G1

37 15/16" MAX.D.L.O.

37 15/16" MAX.D.L.O.

48" MAX.LEAF WIDTH

48" MAX.LEAF WIDTH

CHART #1NUMBER OF ANCHORS AT MEETING STILE HEAD

OPP.

A CLUSTER OF ANCHORSSEE CHART #1

G1 G1 G1

2 1/

2"

WITH 5000 SERIES FRAMEA CLUSTER OF (5)ANCHORS AT THRESHOLDINTO CONC. ONLY

DENOTES ANCHORLOCATION

MAX. DESIGN LOAD

+ 70 PSF- 70 PSF

39" T

YP.

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39" T

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FRO

M F

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A CLUSTER OF (5)ANCHORS AT THRESHOLDINTO CONC. ONLY

A CLUSTER OFANCHORSSEE CHART #1

DENOTESANCHORLOCATION

3"

3" 3"

3"

3" 3"3"3"

3" MAX. TYP.THRESHOLD CORNERS

14 3/4" MAX. TYP. THRESHOLD

3" MAX. TYP.THRESHOLD CORNERS

14 3/4" MAX. TYP. THRESHOLD

6" M

AX. T

YP.

JAM

B C

OR

NER

S

6" M

AX. T

YP.

JAM

B C

OR

NER

S

MID RAILOPTIONAL

ANCHOR TYPE1/4" SHIM 3/8" SHIM

B

C

4 5

3 5

3 5

A

NUMBER OF ANCHORS

< 72" WIDTH

1/4" SHIM 3/8" SHIM 1/4" SHIM 3/8" SHIM

< 84" WIDTH < 96" WIDTH

5

4

3

6

6

6

5

4

3

7

7

7

DOOR WIDTHJAMB ANCHORSPACING

84"

96"

17"72"

15"

13"

CHART #3

3" 3"

SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS

SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS

NOTE: 351X DOOR FRAME CAN BE USED FOR THIS APPROVAL

SERIES 351 LARGE MISSILE IMPACT DOOR� THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO

COMPLY WITH THE REQUIREMENTS OF THE FLORIDABUILDING CODE 2017 6TH EDITION INCLUDING HIGHVELOCITY HURRICANE ZONE (HVHZ).

� DOORS ARE RATED LARGE MISSILE IMPACT. SHUTTERS OREXTERNAL PROTECTION DEVICES IS NOT REQUIRED.

� ULTIMATE DESIGN LOAD OBTAINED FROM ASCE 7-10,MULTIPLY BY 0.6, SHALL BE LESS THAN OR EQUAL TOMAX. DESIGN LOAD IN THE DOCUMENT.

� FOR WATER INFILTRATION RATINGS, SEE LIMITATION ONSHEET 4 & 5.

� 1X OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHOREDPROPERLY TO TRANSFER LOADS TO THE STRUCTURE, TOBE REVIEWED BY BUILDING OFFICIAL.

� ANCHORING OR LOADING CONDITIONS NOT SHOWN INTHESE DETAILS ARE NOT PART OF THIS APPROVAL.

� A LOAD DURATION INCREASE IS USED IN DESIGN OFANCHORS INTO WOOD ONLY.

� MATERIALS INCLUDING BUT NOT LIMITED TOSTEEL/METAL SCREWS, THAT COME INTO CONTACT WITHOTHER DISSIMILAR MATERIALS SHALL MEET THEREQUIREMENTS OF 2017 6TH EDITION FLORIDABUILDING CODE SECTION AS APPLICABLE.

� ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ONDETAILS. ANCHORS EMBEDMENT TO BASE MATERIALSHALL BE BEYOND WALL DRESSING OR STUCCO.

� WHERE APPLICABLE:EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDINGOFFICIAL.

� LIMITATION:WHEN DOORS OR DOOR WITH TRANSOM ARE MULLED TOSTOREFRONT (UNDER SEPARATE APPROVAL) LOWER DESIGNPRESSURE FROM DOOR, DOOR WITH TRANSOM ORSTOREFRONT SHALL GOVERN IN THE ENTIRE ASSEMBLY.

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

1 OF 13

LIMITATIONS OF USE

THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPAREDBY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDEINFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERETHE SITE CONDITIONS DEVIATE FROM THE P.E.D.

CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ONTHIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOTDEVIATE FROM THE CONDITIONS DETAILED ON THISDOCUMENT.

THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDEREDINVALID IF ALTERED BY ANY MEANS.

SITE SPECIFIC PROJECTS SHALL BE PREPARED BY AFLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILLBECOME THE ENGINEER OF RECORD (E.O.R.) FOR THEPROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPERUSE OF THE P.E.D ENGINEER OF RECORD, ACTING AS ADELEGATED ENGINEER TO THE P.E.D ENGINEER SHALLSUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGSFOR REVIEW.

THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEALAND SIGNATURE OF THE PROFESSIONAL ENGINEER OFRECORD THAT PREPARED IT.

A-

B-

C-

D-

E-

Page 2: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

98 1/2" MAX.FRAME WIDTH

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MAX

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INACTIVE ACTIVE

H3

3"3"

6"

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94 1/2" MAX.D.L.O.

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TRAN

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HEI

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96" DOOR OPENING

37 15/16" MAX.D.L.O.

37 15/16" MAX.D.L.O.

48" MAX.LEAF WIDTH

48" MAX.LEAF WIDTH

TYPICAL EXTERIOR ELEVATIONOUTSWING DOOR WITH TRANSOM

87 7

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" D

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LOC

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NUMBER OF ANCHORS AT TRANSOM END

ANCHOR TYPE 1/4" SHIM 3/8" SHIM

B

C

4 5

5 5

3 5

A

OPP.

3"3"

CLUSTER OF ANCHORS AT HORIZONTAL END

(SEE CHART 2)

NUMBER OF ANCHORS

OPP.

22" MAX.TYP.

G1 G1

G1

SPAC

ING

SEE

CH

ART

#3

3"3"

MAX. DESIGN LOAD

+ 70 PSF- 70 PSF

A CLUSTER OF (5)ANCHORS AT THRESHOLD

INTO CONC. ONLY

(SEE LIMITS ON SHEET 5)

3" 3"

3"

3" MAX. TYP.THRESHOLD CORNERS

14 3/4" MAX. TYP. THRESHOLD

3" MAX. TYP.HEAD CORNERS

6" M

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JAM

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3"

ALUM. REINF. PART# 3104 48"LG. @ CENTER FOR SPAN > 72"

CHART #2

< 72" WIDTH

1/4" SHIM 3/8" SHIM 1/4" SHIM 3/8" SHIM

< 84" WIDTH < 96" WIDTH

4

6

3

6

6

6

5

7

3

6

7

7

SEE CHART #4 ON PAGE 5 FOR LOCK OPTIONS

3"3"

3"

OUTSWING SINGLE DOOR WITH TRANSOMELEVATION

1 1/

4"

4"6"

30" M

AX.

TRAN

SOM

HEI

GH

T

G1

26" M

AX.

D.L

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96" M

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DO

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OPE

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H3

6"SP

ACIN

GSE

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HAR

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1/2

" MAX

.LE

AF H

EIG

HT

46 1/2" MAX.D.L.O.

48" MAX.LEAF WIDTH

84 1

/4"

D.L

.O. G1

42" M

AX.

TRAN

SOM

HEI

GH

T

38 3

/4" M

AX. D

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.

84" M

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DO

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OPE

NIN

G

83 1

/2"

LEAF

HEI

GH

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72 1

/4"

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50 1/2" MAX.FRAME WIDTH

6" M

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YP.

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NER

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OPP. OPP.

39" T

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FRO

M F

LOO

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(SEE LIMITSON SHEET 5)

15" MAX. TYP. THRESHOLD

3" MAX. TYP.THRESHOLD CORNERS

MAX. DESIGN LOAD

+ 70 PSF- 70 PSF

SPAC

ING

SEE

CH

ART

#3

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

2 OF 13

Page 3: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

INACTIVE ACTIVE

G1 G1

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98 1/2" MAX.FRAME WIDTH

94 1/2" MAX.D.L.O.

H3

96" DOOR OPENING

37 15/16" MAX.D.L.O.

37 15/16" MAX.D.L.O.

48" MAX.LEAF WIDTH

48" MAX.LEAF WIDTH

14 3/4" MAX. TYP. THRESHOLD

22" MAX.TYP.

OPP.

(SINGLE DOOR ALSO APPLIES)

OUTSWING DOOR WITH OR W/O TRANSOM & SIDELITES(UNDER SEPARATE APPROVAL)

48"MAX.

48"MAX.

A CLUSTER OF (5) ANCHORSAT THRESHOLD INTO CONC. ONLY

(SEE LIMITS ON SHEET 5)

3" 3"

3" 3" 3"3"

3" MAX. TYP.THRESHOLD CORNERS OUTSWING SINGLE DOOR

ELEVATION

50 1/2" MAX.FRAME WIDTH

97 1

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DO

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48"DOOR OPENING

H2

1 1/4"

1 1/

4"

6"SP

ACIN

GSE

E C

HAR

T #395

1/2

" MAX

.LE

AF H

EIG

HT

26" MAX.D.L.O.

47 7/8" MAX.LEAF WIDTH

84 1

/4" M

AX.

D.L

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15" MAX. TYP. THRESHOLD

G1

1 1/4"

H1

OPP.

39" T

YP.

FRO

M F

LOO

R

3" MAX. TYP.THRESHOLD CORNERS

3" MAX. TYP.HEAD CORNERS

6" M

AX. T

YP.

JAM

B C

OR

NER

S

3"3"

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

3 OF 13

Page 4: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

6

14

22

5

25

0.50

0" G

LASS

BIT

E

0.090" INTERLAYER SENTRYGLASBY KURARAY AMERICA INC.1/4" H.S. GLASS

1/4" H.S. GLASS

1 5/16" 1/2" AIR SPACE1/4" TEMP. GLASS

32

36

37

34A

35

1 5/16" TOTAL INSULATED LAMINATED GLASSTHICKNESS AT TRANSOMG2

0.090" INTERLAYER SENTRYGLASBY KURARAY AMERICA INC.

1/4" H.S. GLASS

1/4" H.S. GLASS

9/16" TOTAL LAMINATED GLASSTHICKNESS AT TRANSOM

9/16"

9/16" LAMINATED GLASSGLAZING DETAIL DOOR LEAF

(ACT/INACT)

9/16"

0.090" INTERLAYERSENTRYGLASBY KURARAY AMERICA INC.

1/4" H.S. GLASS

1/4" H.S. GLASS

G1

32

35

36

37

34

5

14

22

16

17

31

7

0.50

0" G

LASS

BIT

E

0.83

5" G

LASS

BIT

E

46

SPACER: 12" AIR SPACE WITH AN ALUMINUMSERIES LPXC SPACER BY ALL METALINC. AROUND THE PERIMETER OFGLASS.PRIMARY SEALANT: PIB - POLYISOBUTYLENESECONDARY SEALANT: SILICONE SEALANT

SETTING BLOCK:TWO BLOCK PER DOOR LITE

EXTE

RIO

R

G1

EXTE

RIO

R

EXTE

RIO

R27

TWO BLOCK PER TRANSOM LITE

27

NOTE:GLAZING COMPLIES WITH ASTM E1300-09.

52

49

54

52

49

ALT

ALT

1/2" FROM END@ 16 O.C. TYP. 3" FROM END

@ 10" O.C. TYP.

1/2" FROM END@ 16 O.C. TYP.

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

4 OF 13

AND TRANSFER THEM TO THE BUILDING STRUCTURE.MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEMS 1X OR 2X WOOD BUCKS AND METAL STRUCTURES BY OTHERS

TYPICAL ANCHORS: SEE ELEV. FOR SPACING

INTO WOOD STRUCTURE = 1 1/2"

MIN. EDGE DISTANCES

INTO METAL STRUCTURE = 1"

INTO CONCRETE AND MASONRY = 2 1/2"

CONCRETE f'c = 3000 PSI MIN.

CLEAR SEALANT.

ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS ANDHEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH

SEALANTS:

MASONRY C-90 f'c = 2000 PSI MIN.

TYPE A: 1/4" DIA. ULTRACON (Fu=177 ksi Fy=120 ksi)OR 1/4" DIA. TAPCON (Fu=120 ksi Fy=92 ksi)

� THRU 1BY OR 2BY WOOD BUCKS1-1/4" MIN. EMBED INTO CONC.@ HEAD/SILL1-1/4" MIN. EMBED INTO CONC./MASONRY @ JAMB

� INTO 2X WOOD BUCKS OR WOOD STRUCTURAL1-1/2" MIN. EMBED @ HEAD AND JAMB

TYPE B: 1/4" DIA. ULTRACON (Fu=177 ksi Fy=120 ksi)OR 1/4" DIA. TAPCON (Fu=120 ksi Fy=92 ksi)

� DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED @ HEAD/SILL 1-1/4" MIN. EMBED INTO CONC./MASONRY @ JAMB

TYPE C: 1/4" TEK OR SELF DRILLING SCREWS(GRADE 5 FU=120ksi FY=92ksi)� INTO METAL STRUCTURES (HEAD/JAMB)

STEEL : 1/8" MIN. THICKNESS (Fy = 36 ksi MIN.)ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.)(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)

WOOD SG= 0.55

Page 5: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

LOCKS:

LOCK OPTION 3(ACTIVE/INACTIVE PANEL): VON DUPRIN 9947 CVR TWOPOINT LOCK SYSTEM WITH TOP/BOTTOM STRIKE PLATES AND ACTIVATINGSURFACE MOUNT METALLIC PANIC DEVICE ON THE INTERIOR AND SCHLAGESTANDARD KEY OPERATOR ON THE EXTERIOR

LOCK OPTION 2(ACTIVE/INACTIVE PANEL): FALCON DOOR-O-MATIC 1690 CVRTWO POINT LOCK SYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACEMOUNT METALLIC PANIC DEVICE ON THE INTERIOR

LOCK OPTION 4: INACTIVE PANEL: ADAMS RITE MS1880, MS1881 & ILCO 1880 CONCEALEDTWO POINTLOCK SYSTEM WITH VERTICAL ROD AND STRIKE PLATES. THUMB TURN ON THEINTERIOR CAN NOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: ADAMS RITE W/AR4016 OR ILCO 4016 TOP ROD & AR4015OR ILCO 4015 BOTTOM ROD WITH STRIKE PLATE, CONCEALED THREE POINTLOCK SYSTEM WITH LCO185 EIGHT PLY HOOK LOCK, KEY OPERATOR ON THEEXTERIOR AND THUMB TURN ON THE INTERIOR

LOCK OPTION 1(ACTIVE/INACTIVE PANEL): AHT 8000 CVR TWO POINT LOCKSYSTEM WITH STRIKE PLATES AND ACTIVATING SURFACE MOUNT METALLICINTERIOR PANIC DEVICE AND REGENT KEY OPERATOR ON THE EXTERIOR

HINGE OPTION 1: H1: (3) 4 1/2" BUTT HINGES (26298)

HINGE OPTION 2: H2: OFFSET CAST ALUMINUM PIVOT HINGES

HINGES:

HINGE OPTION 3: H3: CONTINUOUS ALUMINUM GEAR (60095)

REFER TO DETAILS H1 H2 & H3 ON SHEET 7 OF 11

9 1/4" FROM TOP & BOTTOM, CENTERED

TOP (H160X) BOTTOM (H160X)

32

31

33

MIDSPAN (2456x)

DOOR CONFIG. LOCK OPTIONS

WIDTH (MAX)HEIGHT(MAX)

XX

XX

X

< 72" < 96"

< 96"

< 36"

< 48" X

1,2,3,4,5

4,5

1,2,3 (ACTIVE PANEL)

4,5 (ACTIVE PANEL)

< 96"

< 96"

< 96"

LOCK OPTION 5: INACTIVE PANEL: REGENT ML-207-TT-2PT TWO POINTLOCK SYSTEM WITH EIGHT PLY HOOK LOCK. THUMB TURN ON THE INTERIOR CANNOT APPLY TO SINGLE PANEL DOOR ACTIVE PANEL: REGENT ML-207-012, CONCEALED THREE POINT LOCKSYSTEM WITH EIGHT PLY HOOK LOCK, KEY OPERATOR ON THE EXTERIOR ANDTHUMB TURN ON THE INTERIOR

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

5 OF 13

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APRIL 17th, 2018

3/8"

MAX

.SH

IM

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING(SEE CHART 1 ON SHEET 1)

EDGE DISTANCE

1X OR 2X WOOD BUCKOR WOOD STRUCTURE

MIN

.EM

BED

FRAM

E H

EIG

HT

(SEE

ELE

VATI

ON

S)

D.L

.O.

LEAF

HEI

GH

T(S

EE E

LEVA

TIO

NS)

INTE

RIO

R

EXTE

RIO

R

MIN

.EM

BED

CONC. INSTALLATION ONLYSEE ELEVATIONS FOR SPACING(SEE SHEET 1)

EDGE DISTANCE

CONCRETEf'c = 3000 psi MIN.

1/2"

FRAM

E H

EIG

HT

(SEE

ELE

VATI

ON

S)

LEAF

HEI

GH

T(S

EE E

LEVA

TIO

NS)

D.L

.O.

INTE

RIO

R

EXTE

RIO

R

3/8"

MAX

.SH

IM

1 3/

4" M

IN.

2 1/

2" M

AX.

4 3/

4"6

1/4"

1/8"

2

6

17

7

12

14

16

1

24

6

17

14

OVER

HANG

HEI

GHT

DOOR

OVERHANG LENGTH

NOTE #1:UNITS WHERE WATER INFILTRATION IS REQUIRED MUST BE INSTALLEDAT LOCATIONS PROTECTED BY AN OVERHANG MEETING CRITERIA ASPER ILLUSTRATION BELOW OR IN NON-HABITABLE AREAS WHERE WATERINFILTRATION IS ACCEPTABLE. IT IS APPLIED TO 4" NON-WATERRATING SADDLE THRESHOLD (DETAIL C/7) AND 4"(DETAIL I/7) OR5"(DETAIL H/6) BUMPER THRESHOLD.

EXTERIOR

G1

163/8" TR

3/8" TR

5" BUMPER THRESHOLD (NON-WATER RATING)

MIN. EDGE DISTANCE

MIN

.EM

BED

OH RATIO=OVERHANG LENGTHOVERHANG HEIGHT ≥1

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING(SEE CHART 1 ON SHEET 1)

SEE STRIKE DETAILON SHEET 11

CONCRETEf'c = 3000 psi MIN.

1/2" MIN. ENGAGEMENTTYP.

1/2"

1/2"

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

5" M

IN.

PANIC DEVICE OPTION(SEE SHEET 3 FORLOCK OPTIONS)

EPDM GASKETS USED IN THIS FENESTRATION PRODUCTARE IN COMPLIANCE WITH ASTM STANDARD C864.

1 1/

4" M

IN.

15

3OR

47

47

47

NOTE: ADA COMPLIANT TO BE REVIEWED BYBUILDING OFFICIAL.

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

6 OF 13

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APRIL 17th, 2018SILICONE BEAD

EDGE DISTANCE

MIN

.EM

BED

METAL STRUCTURE

FRAM

E H

EIG

HT

(SEE

ELE

VATI

ON

S)LE

AF H

EIG

HT

(SEE

ELE

VATI

ON

S)

CONC. INSTALLATION ONLYSEE ELEVATIONS FOR SPACING

CONCRETE .f'c = 3000 psi MIN.

1/2"

SILICONE BEAD

D.L

.O.

EXTE

RIO

R

MIN. EDGE DISTANCE

MIN

.EM

BED

FRAM

E H

EIG

HT

(SEE

ELE

VATI

ON

S)LE

AF H

EIG

HT

(SEE

ELE

VATI

ON

S) D

.L.O

.

3/8"

MAX

.SH

IM

1x WOOD BUCK

INTE

RIO

R

EXTE

RIO

R

MIN

.EM

BED

EDGE DISTANCE

1/2"

TR

ANSO

M H

EIG

HT

(SEE

ELE

VATI

ON

S) D

.L.O

.

D.L

.O.

2"

3/8"

MAX

.SH

IM T

RAN

SOM

HEI

GH

T(S

EE E

LEVA

TIO

NS)

2"

6 1/

4"1/

8"4

3/4"

2"

2"4

3/4"

6 1/

4"1/

8"

4

6

17

7

11

22

14

16

28

5

6

17

7

16

13

20

14

OPTION

OPTION

22

20

G1

G1

3/8" TR

24

4

25

5

24

3/8" TR

4" BUMPER THRESHOLD (NON-WATER RATING)

4" ADA SADDLE THRESHOLD (NON-WATER RATING)

NOTE: ADA COMPLIANT TO BE REVIEWED BYBUILDING OFFICIAL.

NOTE: ADA COMPLIANT TO BE REVIEWED BY BUILDINGOFFICIAL.

4 3/

4"

23097

3/8" TR

LEAF

HEI

GH

T(S

EE E

LEVA

TIO

NS)

D.L

.O.

17

16

2

6

OPTIONAL OVERHEADCONCEALED CLOSER

4 3/

4"

23097(S9)

3/8" TR

LEAF

HEI

GH

T(S

EE E

LEVA

TIO

NS)

D.L

.O.

1716

2

15

6

OPTIONAL OVERHEADCONCEALED CLOSER

3222

32

TYPICAL ANCHOR (SEE SHEET 3)SEE ELEVATION FOR SPACING(SEE SHEET 2)

15

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

36

37

34 36

37

34

31

CONCRETE .f'c = 3000 psi MIN.

CONC. INSTALLATION ONLYSEE ELEVATIONS FOR SPACING

32

G2

36

37

34

27

22

36

37

34

18

G1

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING(SEE SHEET 2)

CONCRETE .f'c = 3000 psi MIN.

USED FOR FRAME HEIGHT LESSTHAN OR EQUAL TO 120" ONLYTRANSOM HEIGHT = 24" MAX.

1/2"

1/2"

1/2"

1/2"

1/2"

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

SEE STRIKE DETAILSON SHEET 11

1/2" MIN. ENGAGEMENTTYP.

USED FOR FRAME HEIGHT LESSTHAN OR EQUAL TO 120" ONLYTRANSOM HEIGHT = 24" MAX.

EXTE

RIO

REX

TER

IOR

5" M

IN.

5" M

IN.

INTE

RIO

R IN

TER

IOR

PANIC DEVICE OPTIONPANIC DEVICE OPTION

45

45

45

WITH #10-24X1/2"PHMS 4" FROMENDS @ 16" O.C. MAX.

45

INTE

RIO

R

1 3/

4" M

IN.

2 1/

2" M

AX.

1 3/

4" M

IN.

2 1/

2" M

AX.

3OR

OPTION

OPTION

3OR

1/8"

1/4"

1 1/

4"D

.L.O

.2

5/8"

MIN

.1

1/4"

D.L

.O.

MID RAILOPTIONAL

BUMPER THRESHOLD OPTION

16 17

30A

30

4747

47

47

ALT

48

22 ALT

48

AT 4" FROM END ,12" O.C.

AT 4" FROM END ,12" O.C.

(OPTIONAL WATER KEY)

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

7 OF 13

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APRIL 17th, 2018

MIN. EMBED

CO

NC

RET

E O

RC

ON

C. B

LOC

K

D.L.O.

LEAF WIDTH(SEE ELEVATIONS)

3/8" MAX.SHIM SPACE FRAME WIDTH

(SEE ELEVATIONS)

D.L.O.

EDG

E D

ISTA

NC

E

INTERIOR

EXTERIORINACTIVE ACTIVE

3/8" MAX.SHIM SPACE

LEAF WIDTH(SEE ELEVATIONS)

MET

ALST

RU

CTU

RE

1/8"3/4"TYP.

26 98 10 8

1 1/4"MIN.

5 1/8" 5 1/8"

1 1/4"MIN.

42

G1 G1

1

44 3314

38" - 16 THREADED ROD

D.L.O. D.L.O.

INTERIOR

EXTERIORINACTIVE ACTIVE

1/8"3/4"TYP.

26 910

5 1/8" 5 1/8"

G144 33

LOCK OPTION 1 (SEE SHEET 3)

LOCK OPTION 2 (SEE SHEET 3)

D.L.O. D.L.O.

INTERIOR

EXTERIORINACTIVE ACTIVE

1/8"0.835"TYP.

26 910

5 1/8" 5 1/8"

G144 33

LOCK OPTION 3 (SEE SHEET 3)

D.L.O. D.L.O.

INTERIOR

EXTERIORINACTIVE ACTIVE

1/8"3/4"TYP.

26 910

5 1/8" 5 1/8"

G144 33

LOCK OPTION 4 & 5

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING

(SEE CHART 1 ON SHEET 1)

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING(SEE CHART 1 ON SHEET 1)

43

LOCK OPTION 1

LEAF WIDTH(SEE ELEVATIONS)

LEAF WIDTH(SEE ELEVATIONS)

LEAF WIDTH(SEE ELEVATIONS)

LEAF WIDTH(SEE ELEVATIONS)

LEAF WIDTH(SEE ELEVATIONS)

LEAF WIDTH(SEE ELEVATIONS)

49

45LOCK OPTION 1

LOCK OPTION 2 LOCK OPTION 2 LOCK OPTION 3 LOCK OPTION 3

LOCK OPTION 4 LOCK OPTION 4

NOTE:1- DOOR OR DOOR WITH TRANSOM IS QUALIFIED FOR INSTALLATION INTO APPROVEDSTOREFRONT(SEE SHEET 2 AND DETAIL E/8).2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE PRODUCTAPPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL.

50

50 50

50

4 1/8" FROM END@ 12" O.C. TYP.

4 1/8" FROM END@ 12" O.C. TYP.

4 1/8" FROM END@ 12" O.C. TYP.

4 1/8" FROM END@ 12" O.C. TYP.

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

8 OF 13

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APRIL 17th, 2018

HINGE OPTION 1: (26298) 4-1/2" STEEL BUTT HINGE

HINGE OPTION 2: OFFSET PIVOT HINGE

HINGE OPTION 3: (6009X) CONCEALED ALUM. CONTINUOUS GEARED HINGE

H1

H2

H3

AT STEEL HINGE LOCATIONS

TOP

NOTE: HINGES SHOWN ARE IMAGE ONLY.

BOTTOM MIDSPAN (2456x)

EXT.

EXT.

EXT.

(SEE ELEVATION FOR LOCATION)

(SEE ELEVATION FOR LOCATION)

(SEE ELEVATION FOR LOCATION)

(H160X)(H160X)

4" FROM ENDAND 11" O.C. TYP.

8" O.C. TYP.

2 1/8"1 1/4" MIN. 7/8"

3/8"MAX

4 1/

2"

MET

AL S

TRU

CTU

RE

1

19

G1

4" FROM END AND11" O.C. TYP.18

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING

(SEE CHART 1 ON SHEET 1)

EXTERIOR

MIN

. ED

GE

DIS

TAN

CE 36

37

TRANSOM OPTION

(SEE CHART 2 FORTRANSOM END ANCHORS)

D.L.O.

48

2 1/8"

1 1/4" MIN. 7/8"

3/8" MAX.

4 1/

2"

MIN

. ED

GE

DIS

TAN

CE

MIN.EMBED

1x WOOD BUCK

CO

NC

RET

E O

R M

ASO

NR

Y

23

21

G2

1

37 36

32

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING

(SEE CHART 1 ON SHEET 1)

EXTERIOR27

(SEE CHART 2 FORTRANSOM END ANCHORS)

TRANSOM OPTION

(SEE CHART 2 FORTRANSOM END ANCHORS)

D.L.O.

NOTE:1- DOOR OR DOOR WITH TRANSOM IS QUALIFIED FOR INSTALLATION INTOAPPROVED STOREFRONT(SEE SHEET 2 AND DETAIL E/8).2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE PRODUCTAPPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL.

4" FROM END AND11" O.C. TYP.48

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

9 OF 13

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APRIL 17th, 2018

3/8" MAX.SHIM

EDG

E D

ISTA

NC

E

1X O

R 2

X W

OO

D B

UC

KO

R W

OO

D S

TRU

CTU

RE

MIN.EMBED

FRAME WIDTH(SEE ELEVATIONS)

D.L.O.DOOR OPENING

2

8

2"

REINFORCED DOOR JAMB WITHSIDELITE (UNDER SEPARATE APPROVAL)

3 5/8"1 1/4" 1/16"

3/8"-16 THREADED ROD

AGA-8

816 1435 5

14 16

1 3/4" MIN.2 1/2" MAX.

MIN. EDGE DISTANCE

MIN

.EM

BED

FRAM

E H

EIG

HT

(SEE

ELE

VATI

ON

S)LE

AF H

EIG

HT

D.L

.O.

3/8"

MAX

.SH

IM

1x WOODBUCK

TYPICAL ANCHOR (SEE SHEET 3)SEE ELEVATION FOR SPACING(SEE SHEET 2)

INTE

RIO

R

EXTE

RIO

R

TR

ANSO

M H

EIG

HT

D.L

.O.

2"2"

4 3/

4"

5

6

20

15

20

G2

25

5

25

3/8" TR

0.125

2.000

REFER TO SEPARATEPRODUCT APPROVAL FORSTOREFRONT SYSTEM

MIN. EMBED

CO

NC

RET

E O

RC

ON

C. B

LOC

K

D.L.O.

LEAF WIDTH(SEE ELEVATIONS)

3/8" MAX.SHIM

EDG

E D

ISTA

NC

E

8

1 1/4"MIN.

5" MIN.

G1

1

4" FROM END@ 12" O.C. TYP.

14

38" - 16 THREADED ROD

INTE

RIO

R

EXTE

RIO

R

EXTERIOR

EXTERIOREXTERIOR

INTERIOR

INTERIOR INTERIOR

TYPICAL ANCHOR(SEE SHEET 3)SEE ELEVATION FOR SPACING

(SEE CHART 1, SHEET 1)

TYPICAL ANCHOR (SEE SHEET 3)SEE ELEVATION FOR SPACING

(SEE CHART 1, SHEET 1)

41

APPLICABLE TO SINGLEAND DOUBLE DOORS

42

CONCRETE .f'c = 3000 psi MIN.

NOTE:END LOAD, ANCHORS TO BE REVIEWED BYAUTHORITY HAVING JURISDICTION1/

2"

SEE STRIKE DETAILSON SHEET 111/2" MIN.ENGAGEMENT TYP.

1 1/4"MIN.

ST310 STEEL BAR FULLLENGTH (Fy=36 KSI)

3OR

NOTE:1- DOOR OR DOOR WITH TRANSOM IS QUALIFIED FOR INSTALLATION INTO APPROVEDSTOREFRONT(SEE SHEET 3 AND DETAIL E/10).2- REINFORCED STOREFRONT AND END ANCHORS REFER TO SEPARATE PRODUCTAPPROVAL, TO BE REVIEWED BY BUILDING OFFICIAL.

47

ALT

49

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

10 OF 13

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APRIL 17th, 2018

30000.490

4.000

3000 DOOR HEADER/SILL JAMB 1

3103SYS 3100 GLASS ADAPTOR20

260153 1/2" TOP RAIL

26031

726364

8

50513

940290

10

26

2

11

3101

13

LIMITED WATER RATING4" BUMPER THRESHOLD1042

1410029 3008

2005A

ADAPTOR-9/16" GLS

LIMITED WATER RATING5" BUMPER THRESHOLD5" BOTTOM RAIL

5000 DOOR HEADER/SIDE JAMB

DOOR STOP INTERIOR DOOR ADAPTOR

SYS 3100 JAMB MEMBER

1.135

0.125

3109

NON-WATER RATED4" SADDLE THRESHOLD

GLAZING ADAPTOR

0.250

25047

12

DOOR BOTTOM SWEEP ASSEMBLY

4.500

1.250

2.000

0.125

1.664

3.635 MIN.

0.083

0.313

5.000

0.5000.250

5.000 MIN.

1.664

2.500

5.0000.125

4.000

0.500

1.000

0.7500.938

1.750

0.500

1.281

1.315

1.875

0.438

1.250

2.000

4.500

0.125

1.780

0.7500.876

3.822 MIN.

1.750

BEVEL HINGE STILE26366 26371

17

MEETING STILE-INACTIVE

26375

18

ASTRAGAL PLATE

3.886 MIN.

1.770

1.570

26378

19

MEETING STILE-ACTIVE

3.638 MIN.

1.750 0.188

6063-T6 6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6

6063-T6 6063-T6

6063-T6

6063-T6

4.500

1.250

0.250

0.125

3001SYS 3000 JAMB MEMBER

6063-T6 4 5 6

16

1.487

0.282

0.844

0.844

1.000

0.750

3009GLAZING ADAPTOR

6063-T624 3004

SYS 3000 SHEAR CLIP 6063-T6 25 3104

SYS 3100 SHEAR CLIP 6063-T6

26032EXTERIOR DOOR ADAPTOR

6063-T6

21 22 3003GLAZING ADAPTOR

6063-T6

28

1.780

0.8440.750

0.106

0.113 0.125 0.090

0.071

0.087

0.100

0.063

0.063

3.938

0.906

0.531

3.750

0.906

0.5300.063

0.063

0.063

0.125

2.250

0.2810.844

0.125

0.094

23 3108GLAZING ADAPTOR FOR 1-5/16" GLASS

6063-T6 RG-15EPDM GLAZING GASKET31

RG-1EPDM GLAZING GASKET32

0.250

0.719

0.406

0.5311 1/8" LONG x 0.015" THK.

DOOR STOP CLIPW/ #10X1/2" PHMS

6" FROM ENDS AND 12"OC

H6745 DOOR STOP CLIP - 1 1/8" LONG

1544013OPTIONAL DOOR STOP

6063-T6

1.156

1.750

0.063

310220SYS 10220 TUBE (1 3/4" X 4 1/2")

6063-T6

4.500

1.750

0.125

0.156

3.750

1.750

0.125

40296BUMPER THRESHOLD29

1.656

0.125

0.1252.500

26014MID RAIL30

6063-T6 6063-T6

1.656

1.2190.063

6063-T6 26013MID RAIL ADAPTOR30A

6063-T6

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

11 OF 13

Page 12: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

BILL OF MATERIALSPART # DESCRIPTION SUPPLIER/MANUF.ITEM #

1

4

5

6

7

8

9

3

11

12

13

14

15

16

3000 3000 DOOR HEADER/SILL JAMB BONNELL

3101 BONNELL

26015 3 1/2" TOP RAIL BONNELL

26364

26366

5" BOTTOM RAIL

BONNELL

26378 BONNELL

26371 BONNELL

26375 BONNELL

50513 BONNELL

40290

INTERIOR DOOR ADAPTOR

BONNELL

2005A

DOOR BOTTOM SWEEP ASSEMBLY

1042 BONNELL

10029

4"BUMPER THRESHOLD

BONNELL

18

19

20

21

22

23

24

25

26

27

31

32

26032

3008

3009

3004 SYS 3000 SHEAR CLIP BONNELL

3104

3109

3003 BONNELL

25047

ASTRAGAL PLATE

33

(TOP)

(BOTTOM)

2456X MIDSPAN

OFFSET PIVOT HINGEGLOBAL DOOR

GLOBAL DOOR

GLOBAL DOOR

34

26298 4-1/2" STEEL BUTT HINGE 1/8" THK. HAGER COMPANIES

35

6009X ALUM CONTINUOUS GEARED HINGE 0.094" THK. HAGER COMPANIES

MATERIALALUM. 6063-T6

ALUM. 6063-T6

ALUM.ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

STEEL

3001 BONNELL3000 TRANSOM BAR/TRANSOM HEADER/JAMB

3100 TRANSOM BAR/TRANSOM HEADER/JAMB

BONNELL

BEVEL HINGE STILE

MEETING STILE-ACTIVE

MEETING STILE-INACTIVE

5000 DOOR HEADER/SIDE JAMB

4"SADDLE THRESHOLD

5"BUMPER THRESHOLD PEMKO

DOOR STOP

26031 BONNELL

EXTERIOR DOOR ADAPTOR BONNELL

GLAZING ADAPTOR-9/16" BONNELL

GLAZING ADAPTOR BONNELL

SYS 3100 SHEAR CLIP BONNELL

3103 SYS 3100 GLAZING ADAPTOR BONNELL

TRANSOM GLAZING ADAPTOR BONNELL

GLAZING ADAPTOR

HAGER

RG15 EPDM GLAZING GASKET TREMCOEPDM (DUROMETER 70 SHORE A)

RG1 EPDM GLAZING GASKET TREMCOEPDM (DUROMETER 70 SHORE A)

DC995 SILICONEDOWSIL995 SILICONE DOW CORNING

V2108 1/4"X3/8" GLAZING TAPE ST. GOBAIN

H62D 1/2"x 1/4" SETTING BLOCK TREMCO

RG5 DOOR STOP GASKET TREMCO/CORSONEPDM (DUROMETER 65 SHORE A)

36

24110 BRUSH PILE AT DOOR MEETING STILE AMESBURY GROUPYARN

23301 RUBBER GROMMET AT ASTRAGAL NITRILE

EPDM (DUROMETER 85 +/-5 SHORE A)

17

ALUM / RUBBER

FOAM

3108 TRANSOM GLAZING ADAPTOR FOR 1-5/16" GLASS BONNELL

RUBBER GROMMET

28

1122 INSULATED ALUMINUM SPACER ALL METAL INC.

44013 BONNELLOPTIONAL DOOR STOP

2

10220 SYS 10220 1-3/4" X 4 1/2" TUBE BONNELL

H160X SET

10

37

41

4544

43

23501 DOOR STOP CLIP-1 1/8" LG, 6" ON ENDS, 12" O.C. EVANS MANUFACTURINGSTEEL

42

4029629 1 1/2" x 3 3/4" BUMPER THRESHOLD BONNELLALUM. 6063-T6

2601430 MID RAIL BONNELLALUM. 6063-T6

2601330A MID RAIL ADAPTOR BONNELLALUM. 6063-T6

34A H62F 1 3/8"x 1/4" SETTING BLOCK TREMCO

46 SPACER2 PVC SETTING BLOCK FOR 9/16" GLASS M & M PLASTICPVC PLASTIC47 2620301 BACKING PLATE BONNELLALUM. 6063-T6

EPDM (DUROMETER 85 +/-5 SHORE A)

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

ALUM. 6063-T6

4948

5051

23163238972330226139

#12-24" x 3/4" PFH-23 ZINC COATED STEEL ALLOY FASTENER VARIES VARIES EVANS

STEELSTEELSTEEL

#10-24" x 1/4" PFH#6 x 3/4" UC-PFH TEKHINGE BACKING PLATE

525354

232332308923079 STEEL

1/4-20 X 1-1/2" PFH#10-24" x 5/10" PFH#10-24" x 3/14" PFH

ZINC COATED STEELZINC COATED STEEL

ALLOY FASTENER ALLOY FASTENER ALLOY FASTENER

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

12 OF 13

Page 13: ( LARGE MISSILE IMPACT) H2 G1 H1 - Florida Building...( LARGE MISSILE IMPACT) Email: MCY.Engineering@att.net C GLAZING CONSULTANT MCY ENGINEERING, INC. 8501 SW 124 Ave. Ste. 205A MIAMI,

APRIL 17th, 2018

FRAME CORNER CONNECTION DOOR PANEL CORNER CONNECTION

(2)#10-24 BY1/2"FH.MS.

(2)10-24 BY 1/2" FLATHEAD MACHINE SCREWS.

3/8"-16 STEELTHREADED TRUSS-RODWITH 3/8" DIA. NUT

3/8"-16 STEELTHREADED TRUSS-RODWITH 3/8" DIA. NUT

(2)1/4-20 BY 1 1/2" PANHEAD MACHINE SCREWS.

(2)12-24 BY 3/4" FLATHEAD MACHINE SCREWS.

(2)12-24 BY 3/4" FLATHEAD MACHINE SCREWS.

(2)1/4-20 BY 1 1/2" PANHEAD MACHINE SCREWS.

11/16" THROW

(2) 8-3/4(19) SELF TAPSCREWS (TOP AND BOTTOM)

(2) #10-24 BY 3/8"MOUNTING SCREW

403 WESTPARK CT. SUITE 201PEACHTREE CITY, GA 30269p. 800-432-8132 | f. 954-724-2083

http://www.trulite.com

351 SERIESALUM OUTSWING

DRY-GLAZEDDOORS

W/ OR W/O TRANSOM( LARGE MISSILE IMPACT)

Email: [email protected]

C

GLAZING CONSULTANTMCY ENGINEERING, INC.

8501 SW 124 Ave. Ste. 205AMIAMI, FL 33183P: 305-271-0117

M

Y

FL #18413

13 OF 13

ADAMS RITE TOP/BOTTOM STRIKELOCK OPTION 4

STRIKES (VONDUPRIN 9947)LOCK OPTION 3

STRIKES (FALCON DOOR-O-MATIC)LOCK OPTION 2

STRIKES (AHT 8000)LOCK OPTION 1